HomeMy WebLinkAboutLDS TEMPLE (OF FORT COLLINS) - FDP - FDP130029 - CORRESPONDENCE - UTILITY PLANSApplicant
Staff
Validation
Check
N/A Included
k. Areas of overlay, milling,
pavement removal and/or
reconstruction
XXII. Plat
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A. ►
Maintenance Guarantee, Repair Guarantee,
Notice of Other Documents notes.
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B. ►
Planning & Zoning Board/Hearing Officer
certification statement (to be signed at final
compliance).
C. ►
Surveyor certification statement (to be
signed at final compliance)
D. No.
Statement(s) of land ownership
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E. ►
Statement(s) of ownership and/or
maintenance of all tracts.
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F. ►
Statement(s) of the dedication of any
easements, ROW, tracts, and other public
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areas.
G. ►
Vicinity Map: Project location, nearest 2
Arterial Streets, street names, City limits,
major public facilities.
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H.
Curve data complete for all curves.
I. ►
2 ties to aliquot corners.
V
J. ►
All existing and proposed easements and
ROW clearly defined.
K. ►
Adjoining properties labeled.
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L. No.
Scale, graphic scale, north arrow, date of
preparation, complete title w/ location.
M. ►
Boundary legal description closes.
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N. ►
Lot lines.
AO.
►
Designation of areas subject to flooding,
including floodplain, floodway, and product
corridors. (Elevation Datum must be
referenced to City of Fort Collins datum.)
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Applicant
Staff
Validation
Check
N/A Include
U. ► Match -lines provided in both plan and profile.
Page number, station and elevation
included.
V. The scale of all sheets are as follows:
IJ
1. ► Horizontal - 1" = 20', 30', 40', or 50'
2. No, Vertical - 1" = 5' or 10'
3. ► Overall Plan - 1" = 100'
W. ► All private improvements, including but not
limited to, roadways, driveways, utilities, etc.
are clearly shown and labeled as such.
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X. No. A legend is provided on each sheet
identifying the symbols used on that
particular sheet.
Y. No. Key map is provided on the plan and profile
sheets (for utility plans having 3 or more plan
and profile sheets).
XXI. ► Street Cross Sections (Preliminary = typical for each
street)
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A. Cross sections for Arterial Streets and
Collector Streets are provided at 50'
intervals. Cross also required where special
conditions warrant the need (i.e. widening of
an existing street). The interval may be
adjusted where site topography is unique.
1. Information Provided on each
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Cross Section
a. ► Curb & gutter, existing(f) and
proposed(*)
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b. ► Roadway surface, existing and
proposed
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c. ► Sidewalk, existing and
proposed
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d. ► Cross slopes, existing(}) and
proposed(*)
e. ► ROW, existing and proposed
f. Side slopes, existing and
proposed, 15' beyond the
proposed ROW
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g. Stations
h. Proposed flowline and
centerline elevations
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i. Utility crossings
j. ► Dimensions
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Applicant
Staff
Validation
Check
NI4
Included
B.
Phases within the project limits stand alone
and do not leave necessary improvements to
future projects.
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C. ►
Design of Stale streets meet the
requirements presented in the State
Highway Access Code Manual.
D. ►
North arrows and the appropriate bar/graphic
scale(s) are provided.
E. ►
Existing features adjacent to this
development are shown in a ghosted or
alternate line weight.
/
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F.
The City's signature block is provided in the
lower right corner of each sheet contained
within the utility plan set. Each signature
block measures 3Y:" high by 4'/z" wide.
G. ►
Ditch company approval block is provided.
H. ►
Water and Sanitary District approval block is
provided.
I.
County approval block is provided.
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J.
CDOT approval block is provided.
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K. ►
Title block is provided on each sheet of the
utility plan set and includes the project name,
sheet name, engineer's name, address,
telephone number and fax number, sheet
numbering, and revision block.
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L. ►
The utility plans correlate with the Site and
Landscape Plans
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M.
Spot elevations at all intersections provided
as shown on Figures 7-27 and 7-28.
N. ►
Proposed construction within the Property
boundary drawn with solid lines and existing
features shown with hidden or dashed lines.
O.
Stations and elevations provided at all PC's,
driveway intersections and roadway
intersections in both plan and profile views.
VP.
Flowline curve table provided on each plan
and profile sheet that includes radius, angle,
arc length, and tangent length.
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Q.
Centerline stationing is the standard and
shall be used except at cul-de-sacs, where
flowline stationing is used (Station equations
provided.), unless approval to use flowline
stationing is given.
R. ►
Street
names provided on all sheets.
T. ►
All easements shown in the plan views.
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Applicant
Staff
Validation
Check
N/A Included
G.
Spot elevations provided as shown on
Figure 7-27.
XVII. Inlets
A. ►
Inlets located the
are not within curb returns.
XVlll. Bus Bays
VA.
►
Bus bays are 11' wide.
B. ►
Bus bays are constructed with concrete in
accordance with Chapter 22, Construction
Specifications.
JC.
►
Bus bays shall be designed in accordance
with Section 7.9 and Standard Drawing
711.
XIX. Intersections
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A. No.
Travel lanes are aligned through
intersection(s) (a 2' shift is allowed in
hardship cases only).
B. ►
Intersections cross at 900 ±10°
C. ►
Horizontal alignment of streets thru
intersections are designed in accordance
with Table 7-3.
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D. ►
Exclusive left -turn lanes provided where
required. See Section 8.2.5, Exclusive Left
Turn Lanes.
E. ►
Exclusive right -turn lanes provided where
required. See Section 8.2.6, Exclusive
Right Turn Lanes.
JF.
►
Adequate turning radii used for each type of
intersection. See Section 8.2.8, Turning
Radius.
G. ►
ROW is dedicated as shown on Figure 8-12.
H. ►
Additional ROW dedicated for right and left
turn lanes.
I. ►
Sight distances comply with Figure 7-16.
J. ►
Street grades approaching intersections
shall be between 0.50% (min.) and 4.0%
(max) for a distance equal to the tangent
length of the street classification. See Table
7-3)
K. ►
Profile grades within the intersection do not
exceed 3%
/ XX. General Requirements
A. Phased improvements shown clearly.
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Applicant
Staff
Validation
Check
N/A
Included
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2. High Volume Driveway
a►". Driveways accessing Arterial
Streets or meeting criteria in
Section 9.3.2.A shall conform
with Standard Drawing 707.
'.
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b No- Maximum width is 36'. If wider,
a median separates the
inbound and outbound traffic.
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3. No. Multi -Family Dwelling Unit
Driveways
Minimum width of driveway(s) is 24'.
Minimum of 28' for driveways serving
12 units or more with maximum width
of 36'.
XIV. Grading In The ROW
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A.
Maximum slope for all areas within the ROW
is 4:1.
B.
Maximum slope outside of the ROW
affecting public improvements is 4:1.
C.
Retaining walls provided where slopes
exceed 4:1. Retaining walls designed in
accordance with Chapter 11, Structures.
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D.
Minimum slopes in non -roadway areas is
2.0%
XV. Sub -drains
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A.
Engineered sub -drain systems meet criteria
set forth in Section 7.7.3
JB.
Hydrologic study submitted if criteria in
Section 5.6.1. A. is met or sub -drains are
needed for basements.
XVI. Cross -pans
A.
Cross -pans adjacent to Local Streets are a
minimum of 6' wide and W deep.
B.
Cross -pans adjacent to Collector Streets are
a minimum of 8' wide and 1'/a' deep.
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C.
Cross -pans adjacent to Arterial Streets are a
minimum of 10' wide and 1'/z deep.
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D.
Mid -block cross -pans are a minimum of 12'
in width and 1 W in depth.
E.
Minimum grade of cross -pans are 0.50%.
F.
Pavement transitions approaching cross -
pans designed using the design speeds in
Table 7-3 and meet the requirements of
Figure 7-27 and Standard Drawing 710.
Applicant Staff
Validation Check
N/A/ Included
V
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X1. Eyebrows
A. ► Provided only on Local Streets. See Figure
7-23.
B. ► Spaced in conformance with the
requirements in Chapter 9, Access
Requirements and Criteria.
XII. Dead-end Streets
A. ► Temporary dead-end streets provided only
on streets that do not have direct access
from adjoining property.
B. ► Temporary turnarounds with a minimum
radius of 50' provided for permitted dead-end
streets. See Figure 7-26.
C. Temporary access easements dedicated on
the Plat.
X1II. Driveways
A.
Where curb cuts are provided, concentrated
runoff from adjoining properties does not
discharge across the sidewalk,
B. ►
Spacing of curb cuts conform to spacing
requirements. See Figure 9-1 and Table 7-3
C.
Drive approaches slope toward the street.
D. ►
Driveways intersect streets at 900 ±100 for a
minimum of 25' measured perpendicular to
the street from the curb edge or EOA.
E. ►
All access/driveway approaches are paved
with Portland cement from the street to the
ROW.
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1. SF Residential Approaches
a. ► Minimum width of driveway(s)
is 12' and the maximum width
is 24'. See Standard
Drawings 706 and 707.
b. ► Sidewalks are continuous
through driveways. See
Standard Drawing 1601.
C. When pedestrian accessible
driveways are required in lieu
of mid -block access ramps, the
slope of the driveway is <_ 1:12
and spaced at 300' intervals on
both sides of the street.
Applicant Staff
Validation Check
N/A Include
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B. Minimum desirable flowline grade around
curb returns is 1%.
C. Minimum allowable flowline grade around
curb returns is 0.50%.
IX. Medians
A. Provided as stated on Figures 7-1F thru 7-
13F.
B. ► Width of medians are no less than 4' wide.
C. ► Turn Lane and Access: Left -turn lanes
(where warranted) designed using criteria
contained in Figures 8-2, 8-3 & 8-11.
D. ► Landscaped medians include drainage
facilities to handle sprinkler runoff and
nuisance flows. Refer to Appendix C.
E. ► Median(s) are designed with keyed curb or
curb with outfall gutters (if gutters are not
needed to handle drainage), or medians are
designed with curb with inflow gutters (if
gutters are needed to handle drainage).
F. ► Nose of median(s) located such that vehicle
turning movements comply with vehicle
tracking templates.
G. ► Transition points of medians do not have
..angle points'. A 100' minimum radius with
minimum arc length of 50' is used at
transition locations.
H. No. Permanent structures within medians are a
minimum of 5' from the closest travel lane.
I. ► Pedestrian refuge areas are provided in the
noses of medians. See Chapter 16,
Pedestrian Facilities Design and
Technical Criteria.
J. Profiles shall be provided for all areas of
inflow curb and gutter. Profiles or adequate
spot elevations, dimensions and any other
information necessary for review and
construction shall be provided for all
medians-
X. Cul-de-sacs
A. ► Provided only on Local Streets. See
Figures 7-19 & 7-21.
B. ► Maximum length of 660' (1320' max.) if fire
sprinkler systems are installed in structures.
C. ► Minimum radii used. See Figure 7-19.
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0
Applicant
Staff
Validation
Check
N/A Includod
N.
Minimum desirable grade around curb
returns is 1.0%. Minimum allowable grade
around curb returns is 0.50%.
O.
Curb return profiles (except medians) are
provided-
P. ►
Centerline profiles through intersections
provided.
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Q.
Flowline profiles provided on both sides of all
streets (Final compliance).
R. ►
Centerline profiles provided for all streets
(Preliminary).
S. ►
Proposed (solid line type) and existing
(dashed line type) ground lines provided and
labeled.
T. ►
All proposed and existing vertical curves and
grade breaks are dimensioned (Preliminary)/
stationed and labeled clearly (Final
compliance).
VI. Cross
Slopes
A.
Minimum cross slope of new streets is 2.0%.
B.
Minimum cross slope of any reconstruction
or overlay is 1.5%.
C.
Maximum allowable cross slope on all new
streets is 3.0%.
ID.
Maximum allowable cross slope on any
reconstruction or overlay of existing
roadways is 4.0%.
JE.
Street modifications (widening, turn -lane,
etc): the widened portion is within the stated
limits and is not less than the existing cross
slope.
F.
When tying to existing cross slopes: Curb
and gutter or centerline shall be designed
such that the when the existing pavement is
overlaid it results in a straight line cross
slope grade that meets standards.
G.
Cul-de-sacs: See Figure 7-19.
/ VII. Design Speed
V A. ► Roadways are designed according to their
proper design speed. See Table 7.3.
/ VIII. Curb Return Radii
A. Curb return radii used in accordance with
Table 8-2.
8
Applicant
Staff
Validation
Check
N/A
Inch
S.
Station, critical elevation, and dimension of
all existing and proposed utility and/or
drainage structures provided.
JT.
Intersections show construction and lane
details for new and existing facilities for a
minimum of 150' beyond the limits of
construction.
V. Street Plan and Profile Sheets (Vertical Alignment)
A. ►
Maximum grades for streets comply. See
Table 7-3.
B. ►
Maximum grades of cul-de-sacs are 3.0%.
/
C.
Continuance of profile and ground lines for
all Local and Collector Streets that dead end
(excluding cul-de-sacs) shown for 500'
beyond the proposed construction.
JD.
Continuance of profile and ground lines for
Arterial Streets shown for 1000' beyond the
proposed construction.
/
E. ►
Minimum crest and sag curve lengths for
street classifications. See Figures 7-17 and
7-18. Lengths must meet or exceed these
minimums.
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F.
Crest curves: street centerline, curb and
gutter designed with vertical curves. See
Table 7-3.
G.
Sag curves: street centerline and flowline
designed with a vertical curve (see exception
below). See Figure 7-18 and Table 7-3.
/
H.
Sag Curves: For grade changes <1.0%:
gutter flowlines at low points are not
designed with vertical curves, but must meet
the minimum .5% grade into the inlet.
JI.
Sag Curves: For grade changes >1.0%: both
street centerline and curb and gutter are
designed with vertical curves, but a minimum
flowine grade of .5% must still be
maintained.
J. ►
Single point grade breaks do not exceed
0.40%, except at inlets where min .5% grade
into the inlet is required.
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K. ►
Series of grade breaks meet the vertical
alignment criteria for the design speed of the
roadways.
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L. ►
Minimum centerline and flowline grade for
streets is 0.50%.
M.
Minimum flowline grade for cul-de-sacs is
1.0%.
7
Applicant Staff
Validation Check
N/A Included
I. ►
Minimum centerline arcs for curves with
deflection angles 10° or less. See Table 7-5.
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I
Horizontal curves do not begin at the top of a
crest curve or the bottom of a sag curve.
K. to.
Tapers and transitions: Refer to Chapter 8
L. ►
Sight distance triangles and easements:
Shown on all plan & profile sheets. Sight
distance easements dedicated on the Plat.
VM.
►
Minimum Local Street widths provided per
Table 7-1 and are consistent with the TIS.
N. ►
Access ramps and crosswalks provided.
Crosswalk lengths are a maximum of 56' in
length. See Chapter 16, Pedestrian
Facilities Design and Technical Criteria.
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O. ►
Minimum of one mid -block access ramps
provided at all °T' intersections.
P. ►
Complete horizontal alignment includes, but
is not limited to: centerline of roads,
intersecting streets, driveway locations, and
storm drainage facilities.
/
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Q. ►
Existing and proposed Property and/or ROW
lines, easements and/or tracts provided,
dimensioned, and labeled clearly.
R.
Existing utilities and structures (shown as
phantom line) included:
1. ► Storm sewer and appurtenances
2. Fence lines and gates
3. ► Water lines and appurtenances
4. ► Ditches and swales
S. ► Electric lines and appurtenances
_ /
6. ► Curbs and gutters
7. ► Sanitary Sewer lines and
appurtenances
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8. ► Pavement limits
V
9. ► Telephone lines and appurtenances
10. ► Bridges and/or culverts
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11. ► CATV lines and appurtenances
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12. ► Guardrails
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13. Signs
14. ► Gas lines and appurtenances
6
Applicant
Staff
Validation
Check
N/A
Includ
6. Clean -outs
7. ► Show services at preliminary,
except for single family uses.
/
E.
Storm Sewer Facilities
V
1. No. General layout of stormsewers,
channels and swales.
2. ► Manhole locations
3. ► Junction structures
4. ► Clean -outs
5. ► Type of pipe
V6.
NoSizes
/
1
7. ► Slopes
a. ► Length of segments between
manholes
9. Subdrains (where applicable)
V10.
► Manhole numbering
F. ►
Existing features shown for a minimum of
150' beyond the project limits
G. ►
Proposed utility connections with existing
utilities.
IV. Street
Plan and Profile Sheets (Horizontal Alignment)
A. ►
Largest possible curve radii used on Arterial
and Major Arterial roadways. Minimum
curve radii used only where necessary. See
Table 7-3.
B. ►
Minimum tangent lengths at intersections.
See Table 7-3.
C. No.
Crossing streets intersect at 900 (minor
street can vary ±10").
D. ►
Angle of departure of streets at intersections
do not exceed 100 for the length of the
required tangent.
./
E. ►
Minimum tangent between reverse curves
provided. See Table 7-3.
1.4
F. ►
Broken -back curves are separated by a
length equal to 2 times the tangent length.
See Table 7-3.
G. ►
Compound curves: ratio value of <1.5
(Larger radius divided by the smaller radius).
5
Applicant
Staff
Validation
Check
N/A
Included
III. Overall Utility Plan Sheet(s)
/
A. Streets
1. ► R.O.W., property lines and
easements with dimensions and
labels.
/
2.
V
► Cross -pans
V_
3. ► Access ramps
4. ► Curb and gutter
5. No. Sidewalks
6. ► Driveway locations
7. ► Medians, including flowline and lip
of gutter
8. General location of signs (speed,
stop, monument, etc.)
B. Phasing lines of development and
construction of all public improvements. All
public improvements within each phase
stand alone. Phases separated by a thick,
ghosted line and identified by either numbers
or letters.
C. Water Facilities
1. No. Mains with sizes
2. ► Fire hydrant locations
3. ► Valves
4. Meter
pits and curb stops
5. ► Manhole locations
6. ► Show service locations at
preliminary, except for single family
uses.
7. Waterline lowerings
/
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8. Dimensioning of manholes and
cleanouts from the centerline of the
roadways.
D. Sanitary Sewer Facilities
1. ► Mains with sizes
/
2. ► Manhole locations and numbering
V
3. Length of segments between
manholes
4. Type
of pipe
y
5. Slopes
4
Applicant
Staff
Validation
Check
N/A ]nclu ed
M.
Indemnification Statement provided and
annotated as follows:
These plans have been reviewed by the
Local Entity for concept only. The
review does not imply responsibility by
the reviewing department, the Local
Entity Engineer, or the Local Entity for
accuracy and correctness of the
calculations. Furthermore, the review
does not imply that quantities of items
on the plans are the final quantities
required. The review shall not be
construed in any reason as acceptance
of financial responsibility by the Local
Entity for additional quantities of items
shown that may be required during the
construction phase.
11. Grading,
Drainage & Erosion Control Plan
V
A. ►
Drainage report submitted
B. No.
Existing and proposed contours provided at
2' (min.) intervals and labeled.
VC.
►
Contours extended a minimum of 50' offsite
and tie into existing contours.
/
D.
Finish grade elevations provided for streets,
lot comers, and finish floors/top of foundation
of buildings for all lots.
E.
This statement provided:
"The top of foundation elevations shown
are the minimum elevations required for
protection from the 100-year storm.
F. ►
Drainage arrows are provided and show
positive drainage to streets or to an
approved drainage facility.
G.
Phasing of development and construction of
all public improvements. All public
improvements within each phase stand
alone. Phases separated by a thick, ghosted
line and identified by either numbers or
letters.
VH.
Temporary and long term erosion control
devices are provided and labeled.
VI.
►
Revegetation methods and specific notes
are provided.
J. ►
If the project proposes any construction in a
floodplain, please pick up the separate
"Preliminary Floodplain Submittal
Requirements" available at the Stormwater
Utility.
t
Applicant Staff
Validation Check
N/A Included
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I. Cover Sheet
A. ►
Preamble title of "Utility Plans For..."
B. P.
Legal description below the project name
C. ►
Vicinity map including project location,
nearest two Arterial Streets, existing street
system, street names for collector and
Arterial Streets, City limit lines, north arrow
and major public facilities
D. ►
Index to all sheets contained within the Utility
Plan placed on right side of sheet.
E.
The current date (month and year) under the
legal description
F.
General Construction Notes, and if
applicable, CDOT General Construction
Notes (see attached Appendix E-2) placed
on left side of sheet
G. ►
Project Bench Marks referencing the City of
Fort Collins' datum
H.
Reference to the updated or current soils
investigation report
I.
Stamp and signature of a licensed Civil
Engineer registered in the State of Colorado
(on approved final development plan
documents) in accordance with State
Statutes and Board Rules.
J.
The following statement is annotated on the
Cover Sheet:
I hereby affirm that these final
construction plans were prepared under
my direct supervision, in accordance
with all applicable City of Fort Collins
and State of Colorado standards and
statutes, respectively; and that l am fully
responsible for the accuracy of all
design, revisions, and record conditions
that I have noted on these plans.
2
K. ► Typical street section(s) provided for each
street type being proposed. Sections include
appropriate horizontal and vertical
dimensions and cross slopes, type of curb
and gutter and any deviations from
standards. See Figures 7-1F thru 7-13F.
(These sections may also be located on the
plan/profile sheets or a separate sheet within
the utility plan set.)
L. The names, addresses, phone numbers for
the Developer(s). Owner(s), and Consultant
Engineer are provided.
Appendix E-4
City of Fort Collins
Requirements for Utility Plans
PROJECT NAME: LDS Tern pl1L
PROJECT PLANNER: ('erg Acrr,k A ' . kLA
DESIGN ENGINEERING FIRM: ar\f� n i ri.N -LTD
DEVELOPER: Ch c
All applications for final development plans must include final development plan documents
("Utility Plans"). The standards for these Utility Plans are set forth in Division 3.3 of the City of
Fort Collins Land Use Code, these Standards, and as further noted in this appendix.
THIS LIST PROVIDES THE DESIGN ENGINEER INFORMATION TO HELP HIMMER
DETERMINE WHAT THE CITY OF FORT COLLINS EXPECTS TO SEE ON DRAWINGS
SUBMITTED FOR REVIEW AND APPROVAL, THIS LIST IS NOT INTENDED TO BE ALL-
INCLUSIVE AND, SHALL NOT, IN ANY WAY, OVERRIDE OR SUPERCEDE THE
STANDARDS SET FORTH IN THE CITY OF FORT COLLINS LAND USE CODE AND/OR THE
LARIMER COUNTY URBAN AREA STREET STANDARDS MANUAL. ADDITIONAL
INFORMATION MAY BE REQUIRED ON SPECIFIC PLAN DESIGNS AND IS NOT INTENDED
TO RELIEVE THE DESIGN ENGINEER OF THEIR OBLIGATION TO UTILIZE GOOD
ENGINEERING PRACTICES.
The two "check IisP' columns to the left of the Utility Plan requirements below are provided for the convenience of both City staff
and the Developer's Engineer. The columns are organized as follows:
(1) The first column, 'Applicant Validation,' is provided as a check list for the applicant to ensure that all
required items are addressed within the Utility Plans.
(2) Upon submittal, City staff will check off the items in the second column to ensure that all the required
items are included within the Utility Plans.
PLEASE NOTE: All items with an arrow (►) are items required prior to public hearing.
All items without an arrow will be required during final compliance.
Last edited : 3/23/07